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Published in 2025 at "International Journal for Numerical Methods in Engineering"
DOI: 10.1002/nme.70098
Abstract: This paper presents a novel Multi‐Objective Flow Direction Algorithm (MOFDA) for complex engineering optimization problems. The key innovation is a hybrid leader selection mechanism, which replaces the conventional roulette wheel selection and significantly enhances convergence…
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Keywords:
multi objective;
steel frame;
selection;
optimization ... See more keywords
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Published in 2020 at "Bulletin of Earthquake Engineering"
DOI: 10.1007/s10518-020-00891-3
Abstract: In this study, to overcome the construction drawbacks of conventional seismic retrofitting techniques, we proposed a new H-section steel frame (HSF) system for seismic strengthening of existing medium-to-low-rise reinforced concrete (RC) buildings. This HSF strengthening…
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Keywords:
reinforced concrete;
control;
frame;
control box ... See more keywords
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Published in 2018 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2018.03.012
Abstract: Abstract The present study develops and numerically verifies a new methodology for the seismic behavior enhancement of reinforced concrete (RC) and steel frames incorporating BP (Back Propagation) algorithm and performance-based estimation. The proposed optimization flow…
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Keywords:
steel frame;
seismic behavior;
optimization;
structures development ... See more keywords
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Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2020.110853
Abstract: Abstract This paper proposes a steel frame assembled with a concrete-filled steel tubular (CFST)-bordered composite wall structure. The composite wall was fabricated as an assembled seismic member to improve the seismic performance of the steel…
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Keywords:
steel frame;
cfst bordered;
frame;
bordered composite ... See more keywords
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Published in 2017 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2017.06.032
Abstract: Abstract For the first time, this paper investigates the stability and stiffness analysis of a single column in a specific case with the connected oblique beam. In this case, the modification factors are analytically derived…
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Keywords:
steel frame;
analysis;
frame;
oblique beam ... See more keywords
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Published in 2019 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2019.03.022
Abstract: Abstract Local failure of one or more components due to abnormal loading can induce progressive collapse of a building structure. Herein, improved structural robustness is targeted to improve steel frame performance against progressive collapse. A…
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Keywords:
infill;
steel;
progressive collapse;
steel frame ... See more keywords
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Published in 2020 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2020.106132
Abstract: Abstract Steel cable with its superior performance is used in steel structure as a brace. An X-deployed cable-braced bolt-assembly steel frame (CBBSF) was proposed. The seismic behaviors of an unbraced moment-resisting bolted steel frame (BSF)…
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Keywords:
deployed cable;
steel frame;
cbbsf;
cable ... See more keywords
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Published in 2020 at "Journal of building engineering"
DOI: 10.1016/j.jobe.2020.101946
Abstract: Abstract Structural steel connections are highly susceptible to damage due to long-term effect such as missing or loosening of bolts along with corrosion, fatigue, accidental loads etc. throughout their service life. The existing local connection…
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Keywords:
methodology;
steel frame;
connection;
damage ... See more keywords
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Published in 2020 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2020.106096
Abstract: Abstract Estimations of seismic risk in urban areas should include quantifications of the expected damage to civil structures subjected to earthquakes. In buildings, this quantification depends on the maximum inter-story drift (MIDR), among other aspects.…
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Keywords:
drift;
ground;
frame buildings;
intensity ... See more keywords
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Published in 2020 at "Structural Safety"
DOI: 10.1016/j.strusafe.2020.102000
Abstract: Abstract Civil structures might be subjected to blast loads during their lifetime. Since explosion is a low probability high consequence event, the damage assessment of structural system against blast loads needs a probability evaluation approach.…
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Keywords:
blast;
fragility;
method;
blast loads ... See more keywords
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Published in 2018 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0002057
Abstract: AbstractA new structural system, called steel frame with cold-formed steel shear infill walls (SFIW), is developed by using cold-formed steel shear walls with steel sheathing plates on both sides a...
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Keywords:
steel frame;
steel shear;
steel;
formed steel ... See more keywords